Split Hopkinson pressure bar(SHPB) tests are widely used for testing material mechanism behavior under high strain rates,A series of SHPB numerical tests were done based on K&C local concrete damage model,The stress-strain curves of the concrete specimens were reconstructed with the two-wave theory,and the damage of the concrete was analyzed.According to the comparison between the numerical and the test results,Proving K&C model can simulate concrete in concrete under high strain rate compressive mechanical behavior.Proving the increase of dynamic strength of concrete under the influence of structural effects
The behavior of concrete structures is strongly influenced by the loading rate. Compared to quasi-st...
An analysis of specific experimental problems encountered in the testing of concrete and concrete-li...
Dynamic material properties, in particular the dynamic strength, of concrete material are usually ob...
As the dynamic behavior of the concrete is different from that under static load, this research focu...
For a numerical prediction of the response of concrete structures under extreme dynamic loading, rel...
This paper presents an analytical prediction coupled with numerical simulations of a split Hopkinson...
The behaviour of brittle materials is generally known to be strain rate sensitive. There are differe...
The tendency of the waveform curve can directly reflect the deformation and failure process of speci...
In this paper, a concrete damage plasticity model is presented for simulating the behaviour of high-...
Uniaxial compression tests are the most common tests for characterizing the strength of concrete-lik...
AbstractUniaxial compression tests are the most common tests for characterizing the strength of conc...
Based on the base force element method (BFEM), the dynamic mechanical behavior of concrete under uni...
The fracture and fragmentation of concrete under static and dynamic loads are studied. The uniaxial ...
Although tests of Modified Split-Hopkinson Pressure Bar (MSHPB) system with a pressure vessel filled...
The Split-Hopkinson Pressure Bar (SHPB) is an experimental technique used to examine the behavior of...
The behavior of concrete structures is strongly influenced by the loading rate. Compared to quasi-st...
An analysis of specific experimental problems encountered in the testing of concrete and concrete-li...
Dynamic material properties, in particular the dynamic strength, of concrete material are usually ob...
As the dynamic behavior of the concrete is different from that under static load, this research focu...
For a numerical prediction of the response of concrete structures under extreme dynamic loading, rel...
This paper presents an analytical prediction coupled with numerical simulations of a split Hopkinson...
The behaviour of brittle materials is generally known to be strain rate sensitive. There are differe...
The tendency of the waveform curve can directly reflect the deformation and failure process of speci...
In this paper, a concrete damage plasticity model is presented for simulating the behaviour of high-...
Uniaxial compression tests are the most common tests for characterizing the strength of concrete-lik...
AbstractUniaxial compression tests are the most common tests for characterizing the strength of conc...
Based on the base force element method (BFEM), the dynamic mechanical behavior of concrete under uni...
The fracture and fragmentation of concrete under static and dynamic loads are studied. The uniaxial ...
Although tests of Modified Split-Hopkinson Pressure Bar (MSHPB) system with a pressure vessel filled...
The Split-Hopkinson Pressure Bar (SHPB) is an experimental technique used to examine the behavior of...
The behavior of concrete structures is strongly influenced by the loading rate. Compared to quasi-st...
An analysis of specific experimental problems encountered in the testing of concrete and concrete-li...
Dynamic material properties, in particular the dynamic strength, of concrete material are usually ob...